HomeMy WebLinkAbout0355 OLD JAIL LANE - Health 355 LOT #15 OLD JAIL LN, BARNSTABLE
A=277-027
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1
THE T0�4 'TOWN OF BARNSTA13LE
OFFICE OF
DAHIlTADLL ,BOARD OF HEALTH
� MAlt
00 �e3v. e�
�p 6Wi w` 367 MAIN STREET
HYANNIS, MASS. 02601
'1
� y
Sewage Permit it
Applicant fo Carp
Proposed Insta
The plan for .the on-site ,sewage disposal system L.o+_
has been approved with the condition that the design engineer must be on-site
and supervise installation as well as certify in writing that the system was
installed in strict accordance to the approved plan.
Approved By Date
C-op� Ma U'6° Rober k ��wa�A
TOWN OF BARNSTABLE
LOCATION 3 S� Old L,#N r. SEWAGE # 9 7-/ 3 y
VILLAGE ASSESSOR'S MAP & LOT 2 "-
INSTALLER'S.NAME & PHONE NO. GA-Ry T+V&9 \ rye--'o 9/y,
SEPTIC TANK CAPACITY ADO G
LEACHING FACILITY:(type) /0040 ✓ S7' (size)
NO. OF BEDROOMS 3 PRIVATE WEL OR PUBLIC WATER
BUILDER OR OWNER
DATE PERMIT ISSUED:
DATE . COLIPLIANCE ISSUED- - Y t.a ' 7
VARIANCE GRANTED Yes No
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J THE COMMONWEALTH OF MASSACHUSETTS
�f t BOARD OF HEALTH
�T ' ...._..._OF.....13KR45TA_D-L,E............................
NVP irta#inn for UWpoiitaf Works Tonstrnrtinn rumit
Application is hereby made for a Permit to Construct ( Wor Repair ( ) an Individual Sewage Disposal
System at:
.^'5 5:5.^^O L-r�_. :�A 1� LANE L O �r' �
............. ......._..------------...._.__....---_--•-- ! --------•----------------•••----------••-
L ca'od�dre s� or Lot No.
Owner Address
................. .. 'q'� CL L� ............................... ------------•-..---•------....._.._....--• ----•-••-----------•-------...._....----
Installer Address
Type of Building Size Lot_`Xc't���___1------Sq. feet
Dwelling—No. of Bedrooms.......... _.............................Expansion Attic ( ) Garbage Grinder (N0)
pa, Other—Type of Building ____________________________ No. of persons............................ Showers ( ) — Cafeteria ( )
p' Other fixture
W Design Flow.................5.5__________________gallons per person per day. Total daily flow_.-__.._____.3-0................gallons.
WSeptic Tank—Liquid capacrty��o�!gallons Length__�:-0"Width..'5-�� ��. Diameter________________ Depth_ _.' ._..
x Disposal Trench—No_ ____________________ Width.................... Total Length.................... Total leaching area_-____._____________sq. ft.
Seepage Pit No--------------------- Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft.
Z Other Distribution box ( 0 ) Dosing tank ( )
Percolation Test Results Performed by.............S..._.._W_�_�-.��_'_�__ ._.____._________.___. —J� }89��
a Date ---------
Test Pit No. 1_�__3-----minutes per inch Depth of Test Pit......i.z..____ Depth to ground water__NIQI�...P—sc
(T Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................
R.' t •-..---•-••--•i----•----•-_-•. o--------- a ................. ..... ---_----
O �^............. ___
Description of Soil--ck--To •0p �5 -•l C�iczc --.�_Q�.l�i.......Q&L I� +A=� �� .5�_i t_ tnbc�...� '_�?,
Cay.. act
US?ift_�_Gt t'f _4_
U Nature of Repairs or Alterations—Answer when applicable...............................................................................................
_......---•
Agreement:
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with
the provisions of'T xI E 5 of the State Sanitary C de—The and tied furth es not to place the system in
Aeration until a Certificate of Compliance has bee ss d by rd of hea
�d a ------- ---`-3 -''i..........._
Date
Application Approved BY --------------- -- =_- ---_ /LC�-- -1--�`"l
Date
Application Disapproved for the following reasons-------------•--------------•----•-----------.._..------------------------------••---•-•-•--•---••----.....•-••--
--------------------•-----.....----•-----...----......---•----------------....---------.....-•---••-----•._..........._..._...----....-----•------•---------.•.-------------------------------------••••-
��jj Date
Permit No......�...[................................ Issued...................
Date
THE COMMONWEALTH OF MASSAC WN!NMENGINEER MUST SUPERVIS€
BOARD OF HEALTHA.LLATION AND CERTIFY IN WRITING
SYSTEM WAS INSTALLED IN STRIP
......yo/4d/)................OF....,�4
Tlerfifiratr of Tomplihanre
THIS ISSTO CERTIFY, That the Individual Sewage Disposal System constructed (1,<or Repaired ( }
by..._.e.Z.`,1rl__ . .....7.;; x,�., .!�......Agr sa23_/__..,..:._. _ 4 f�.r�!rya.................................
Installer
at. f G iO J. L. •G --•---------•------------•--------•------••-•----------------------------------•-------------
has been installed in accordance with the provisions of Ti of The State Sanitary Co des inb in the
application for Disposal Works Construction Permit No.................................._ dated_....____� _LO __�__.-•_--_-••.•--
THE, ISSUANCE OF THIS CERTIFICATE SHALL. NOT BE CONSTRUED AS A GUARANTEE THAT YHE
SYSTEM WILL FUNCTION SATISFACTORY.
DATE....................................................•-----••------••-----._.._.. Inspector.....................................................................................
hoOmes and mcgmth, inc.
civil engineers and land surveyors
200 main street, room 201
falmouth, ma. 02540
548-3564
August 31, 1987
Barnstable Board of Health
397 Main Street
Hyannis, MA 02601
Gentlemen:
Re Polcaro Construction Company, Inc.
. Lot 15, Old Jail. Lane, Barnstable, Ma.
Our Job No 87239
We have observed the septic s,ygt"em at the. above referenced
site. The results of those observations indicate that the system
has been constructed as designed and conforms to Title 5
requirements for the subsurface disposal of sanitary sewage.
Sincerely,
HOLMES AND McGRATH, INC.
f rident
obert m nnVice Pr
RAB/dcl
cc: Polcaro Construction, Inc.
I ,
F�$...!.........................
THE COMMONWEALTH OF MASSACHUSETTS
BOAR® OF HEALTH
,��r�l�r��i�a� fox �i��o�tt1 ork� C�on,��.rnr�ion rrutit
Application is hereby made for a Permit to Construct ( L yor Repair ( ) an Individual Sewage Disposal
System at: _
-jAtL LAN]
P ;E -i h L_ dvzf � or Lot No.
......................_.......................................................................... ..........--......................................................................................
+�" r Address
Installer Address
U Type of Building Size Lot__-7.(�I .....Sq. feet
Dwelling—No. of Bedrooms.......... .............................Expansion Attic ( ) Garbage Grinder
Other—Type of Building ............................ No. of persons__-.-___..__----_-__-_-_____ Showers ( ) — Cafeteria ( )
Pa Other fixtures ----------------------------•-•• .
Design Flow---------------•- -•T--------
(sl
g .................gallons per person per day. Total daily flow...............•�,._,s_.t��................gallons.
C� Septic Tank—Liquid capacity.[D.O<)gallons Length... Diameter................ Depth_G_'.-J0...
Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area--___-_---_•------sq. ft.
Seepage Pit No._____--_-_-.._---- Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft.
z Other Distribution box ( I ), Dosing tank ( )
Percolation Test Results Performed'by.............-...... ...................... Date. F--Z.15..�.1 3 5-_i.
Test Pit No. 1.. ..?._..minutes per inch Depth of Test Pit.......t_�........ Depth to ground water..�trT)_ ._.Ci
(z, Test.Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................
ap----------------------------•-•.....-•---•-----........••-••-••--•-•-•-••-•......-•••••---...-•----..........-••---------------.._----
D Description of Soil---
U ............................ Y!•Q � -(•--`-.�i--F--.._. _. L.:.. ..:. >v.h�.�i°.�. :S .�1'tAS. _.: .LOJ_'!2;.�. _ �___ _`:'.
J Y,�fi
W Nature of Repairs or�Alteratio s .n:_Answer when ..................................... ............ ... ...
...'-.-----------.--.------ ----._ .-_.. .
Agreement:
The undersigned agrees to install the aforedescribed Indiv al Sewa sal System in accordance with
the provisions of TTTt. 5 of the State Sanitary C' de— ersigned her agrees not to place�e sy e -in
'operation until a Certificate of Compiian - b as f of h jW_0 #_1_ '
Signed
--•---.�......................... .............................................. •---•----•••--•--------•--
ApplicationApproved By-•----•--•- .........................•-•---------------•---•---:....----•--•-•-••---•-• .......... Mq3............=_==
Date
Application Disapproved for the following reasons:.........................................................................................................
------------------------------------•------------------------.....---...-----•--•.....--•--•--------...•--•••---•...........-•---...--•------•••-•---•------------------••------••••-•-•-------...--•---
Date
PermitNo--------- - 1•�y Issued.......................................................
Date
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
..................OF... /d�:S ,c�' .....................................
�rrtgfiratr of Tomplianrr
THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed i Il r or Repaired ( }
by. ,K`r': � -�;/.T:�'_ _ "�.f 1 r ?..�.1 a f :-.. rice: < ? ,c!:;,S:T....1"„c==:�,:;t,:,.a-=-- -----------------•--•---------•--
Installer
at ,� � ----•• ....... -) ....... . t> _-. .,;
has been installed in accordance with the provisions of T i TIE 5 of The State Sanitary Code a described in the
application for Disposal Works Construction Permit No._ _ -----"....L_ dated'.......... . ..1_ _. __._.____.__
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTR'j UEb AS A GUAR NTEE THAT YHE
SYSTEM WILL FUNCTION SATISFACTORY.
DATE.--•--------•---••------•--••----------•------------•.................•---...... Inspector....................................................................................
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH,IGNING ENGINEER MUST SUPERVISE.
"T+41 LATION AND CERTIFY IIJ WRITIN"'
� 7 ........�.�Ih!.tV................OF..... :...r -�✓11. .7.a 13 =..................•-••.......:...:.. -- -• �.._._,
, FEE.........--6..: -
• �i��o��� � flit�n�� ion rruti�
Permission is hereby granted t!�.?. .tw .................................................. ....
to Construct ( H'or Repair ( ) an Individual Sewage Disposal System
at \'o. ... s ......G? ....... ........._...............................................................................•..............
St:eet 'K —�
as shown o 7.
ite ap cation for Disposal Works Construction Permit N6? :..1�.�_ Dat d..__._ .5��. �__...._.
----•---••••• _.: _ 'bl .................................................
Board of Health
DATE................................................................................
FORM 1255 HOBBS & WARREN, INC., PUBLISHERS
1
i.
Massachusetts Water Resources Commission/Division of Water Resources
WATER WELL COMPLETION REPORT
) WELL LOCATION 1
Address{•..O -/5 /91 d- --�i41/ hi9 ►�i t
City/Townes /9'I'�
G.S.Quadrangle Map -- -----
F
Grid Location
Owne[�O I C;� O'D s
Address l S^ 5 Z-10
WELL USE CONSOLIDATED WELL
Domestic Public ❑ Industrial ❑
`-� Type of Water-bearing Rock
Other
Water-bearing Zones
METHOD DRILLED 1) From To
Rotary(type) Cable ❑ 2) From To
Other 3) From To
4) From To
CASING Depth to Bedrock
Length Diameter 4�A r
Type UNCONSOLIDATED WELL
STATIC WATER LEVEL Water-bearing Materials
Feet below land surface Sand: fine❑ medium❑ coarse l
Date measured /-2 Gravel: fine❑ m'edium❑ coarse❑
Screen:
GRAVEL PACK WELL
Slot*rQ length J from 90 told
Yes ❑ No
Split Screen(or 2nd screen)
WATER QUALITY TESTS MADE Slott/ length from to
Chemical Biological [ Depth To Bedrock
PUMP TEST
Drawdown feet after pumping days hours at GPM.
How measured Recovery feet after hours.
LOG of FORMATIONS COMMENTS: (On well or water)
Materials From To
DRILLER
Firm
oils $• �/ D �
V 60 Address TO. Box 430 \
gg city Se. tilamwah...M O
/�IuseJ Registration No. 01 f
Operator's Signature
]re
print irm y
10M$/81.184843
Thio025
Log' Number: 6745 Bottle # E679 Date: December 11, 1986
S`'Rtis� BARNSTABLE COUNTY HEALTH AND ENVIRONMENTAL DEPARTMENT
SUPERIOR COURT HOUSE
V BARNSTABLE, MASSACHUSETTS 02630
o •
�rAse DRINKING WATER LABORATORY ANALYSIS PHONE: 362-2311
Ext. 337
Client: Joseph C. Polcaro Collector: F-. Clifford
Mailing Address: 417 Turtleback Rd. Affiliation: , well drilling
Marstons Mills, MA 02648 Time & Date of
Collection: 1.2/9/86 4:00 p..m.
Telephone: i'` Type of Supply: well
Sample Location: Lot 15 Old Jail Lane : Well Depth: 931
Barnstable, MA Date of Analysis: 12/10/86 11:10 a.m.
PARAMETER SAMPLE RESULT RECOMMENDED LIMITS
Total Coliform Bacteria/100 ml 0 0
H 6.2
Conductivity (micromhos/cm) 88.0- 500.0
Iron ( m) 0.4 0.3
Nitrate-Nitrogen ( m) <.1 10.0
Sodium ( m) 14.0 - 20.0
I . Water sample meets the recommended limits for drinking of all above tested parameters.
II . XX Based only on results of the parameters tested for this sample, the water is
suitable.for .drinking but may present the problems checked below:
A. Water sample has higher than average levels of Nitrate. Future ,monitoring is .
recommended (2-3 times per year) to establish any upward trends.
B. The low pH of the water may shorten the useful life of the house's plumbing.
C. X Water may presentiae.sthetic problems (taste, odor, staining) due to iron
D. Water sample has high levels of sodium. Persons on low sodium diets should
consult their doctor.
III. Due to one or more of the reasons checked below, this water sample is unfit for
human consumption: A. High Bacteria B. High Nitrates
REMARKS:
Department shall not endorse any statements,
interpretat' ns or conclusions made by'anyone
else conce ing these results without written consenk,
CC: Barnstable Board of Health
CC: F.Cliffo.rd Well Drilling
1 /7/85
o at ry ire:ctor
Explanation of Test Results
Total Coliform Bacteria
Coliform bacteria are an indicator of the sanitary quality of a water supply. Water supplies may become
contaminated from malfunctioning septic systems, cesspools and surface runoff. A total Coliform count of zero
indicates that your water supply is safe and approved for human consumption. A total Coliform count of greater than
zero is most often the result of accidental contamination of the sample bottle through improper sampling methods.
For this reason, it would be advisable to retest anv well water that is not approved.
PH
pH is the measure of acidity or alkalinityof the water. On the pH scale, the number 7 is neutral, less than 7 is acidic
and more than 7 is alkaline. The pH of water on Cape Cod tends to be acidic in the range of 5.0 to 6.5.
Conductivity
Conductivity is a measure of the dissolved salts in solution. Amounts in excess of 500 inicromhos/ern' are general iy
considered unacceptable and may have a laxative effect upon users.
Iron _
The presence of iron in water in concentration of .3 ppm or greater may: give the water a bittersweet astringent
taste, cause an unpleasant odor, often gives the water a brownish color and cause staining of laundry and porcelain.
The average concentration,of iron in Cape Cod's water is .2 - .6 ppm. Although the presence of iron in, water 'amy
cause the problems listed above, it is not considered deleteriou's to health. Iron may be removed by use of an iron
removal system.
Nitrate-nitrogen
The Massachusetts Drinking Water Regulations have set a maximum contaminant level for nitrates at 10 ppm.
Excessive concentrations may cause methemoglobinemia (an infant disease) and have been suggested to form
potentially carcinogenic nitrosamines. Contamination sources include,fertilizers, cesspools and industrial wastes.
Copper
Due to the acidic nature of the water on Cape Cod, copper tends to leach from pipes. This normally does not
present a health hazard; however, concentrations in excess of 1.0 ppm may cause a metallic taste and/or a
bluish-green stain on porcelain fixtures.
Sodium
A concentration of sodium over 20 ppm is only of concern to people who are on a low sodium diet. If the water
supply has more than 20 ppm sodium, it is up to the people who are on such a diet to find another source of drinking
water r• or contact their doctor to determine if consuming the water is advisable. Concentrations exceeding SO ppm
indicate that there may be ocean water or road salt runoff water getting into the well.
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R1E�T J SW 1 I; v
�' HA BENCH MARK �
SW 1F T SPIKE IN 5"OAK �� /
1 A M F. ^ EI 109.89 L=� `
106
e_5pW1de1 �; _-�25
1prival 8.26 Proposed 26
WELL A�
150' r 4.
/i 00 radius No leachin s a
/ t stems L O T 14
goo �
7 4 31 = S.F.
N
`ZO
1551 co w- o- O Existing
�d �o Well / .j
a 2 2
10Ix6 \�ro �
6- 2.6'
- LOT 22 'O SEPT IC �°
ANK
cD I / B —ro � Gor2 101 x8 % /
� / DIST. OXY 2
Q3.40 Z�
//.-� MARK
2 BENCH �
N RESERVE, , d��`� min• �� SPIKE IN 9'OAKTREE
O 5°
I ( "/ �� C E1.= 102.7
M
6diam.x6'deep (IOOOGaI.) \Test l /
LEACHING PIT with 2ft/of Hole / 0 I r
washed stone all around. ' i i V
ooS
� O
C
rn z
� CO 0."„
)Existing
_ ,
Leaching System
O o (Approximate location) UJ f
O ro
-- `" LOT 17 C'
\ o
f
DATE DESCRIPTION Drawn Checked
NOTES R E V I S I O N S
1 . ZONING DI-STRICT: R G . PLOT PLAN
2 . FLOOD HAZARD ZONE: C . OF PROPOSED SEWAGE DISPOSAL SYSTEM
3 . ASSESSORS MAP NO . :(FORMERLY 277-3- I-LOT 15) NOW 277- 27- 15 . PREPARED FOR
4. HOUSE No,: 3 55 . J 0 S E P H P 0 L C A R 0
5 . THE NORTH ARROW IS DERIVED FROM RECORD PLANS
OR DEEDS. THE NORTH ARROW SHALL NOT BE USED FOR LOT 15 0 L D JAIL LANE
FOR ORIENTATION FOR SOLAR HEATING PURPOSES . IN
6 . REFERENCE: PLAN BOOK 389 PAGE 12. B /� R N S T /� �'9 i C A A /� CO S .
7 . CONTOURS AND ELEVATIONS FROM AN ACTUAL ON THE GROUND INSTRUMENT fi f� '�1 J f� C� G �V� /v1
SURVEY BASED ON THE NATIONAL GEODETIC VERTICAL DATUM . SCALE: 1 "= 40' DATE: DEC. 17, 1986 'ar
holmes and mcgrath, inc .
civ engineers and land surveyors , ik �1
200 main street
OtYst,
falmo-uth, ma . 02540
DRAWN;. R.S.J. CHECKED: >7f1-,b
JOB NO .86346 DWG .NO .39-4-8 SHEET 1 OF 2 `
BASIS
G 9 j y amin.of 2% away from system .
SOIL TEST
BASIS OF DESIGN
Finish rode above and adjacent to system shall slope DATE OF SOIL TEST DUNE 25. 1985
( 4 min. /in. P E RC. RATE ) 4��diam.cost iron or Schedule 40 PVC pipe .(install with tight joints.) TEST TAKEN BY S. W I LSON
-E--
I. NUMBER OF BEDROOMS 3 (EQUIVALENT T0�,2G.PD. 20 minimum distance (building to edge of leaching system RESULTS WITNESSED BY S. HAAS)
2. GARBAGE DISPOSAL UNITS NONE . ►0'min. dist.
PERCOLATION RATE <3 M INJ I N CK
j 3. LEACHING CAPACITY. REQUIRED.:.33� GROUND WATER NOT ENCOUNTEREDG.P D. '
Access cover set within
4. SIDE AREA 172 SQ. FT., BOTTOM AREA 78 SQ. FT. 12'' of f ini sh grade:
_ Access cover set
5. . TOTAL AREA PROPOSED 250 SQUARE FEET a finish grade.t f ini e.d
SOIL LOG
FIRST FLOOR ;
6. PROPOSED LEACHING CAPACITY 409- G.PD. ELEV - 103,�p_ Ns I N° 2
7. WATER SUPPLY: WELL FINISH GRADE Depth Soils Elev. Depth Soils Elev.
8. PRECAST, REINFORCED CONCRETE UNITS `` ' �� �``��� �` �i �r�,
FOR H -) 0 LOADING. u���� \\, �� ����i ,
' 4 Removable cover - 0.5 Wood loam 99.4
' s "02 - Removable ' l'+ Stony subsoil
NOTES: s_Q02' cover 2 s=0.02 --+ many large
Clean bnckfi ll,
- /�---�•-=�tleVel 2��� ofy�'to�'8'� - 31 boulders g6,g
C�i _ "� `o d aY� Dense stori y
N - v o�-0 0 0 0 ° e washed stone. 1 sandy till
I. NO CHANGE TO THIS• SYSTEM SHALL BE MADE UNLESS a'�o ' -SEPTIC TANK _ to": m BOX � � ,, ��; t , I ,d , 0 0 �C 7 92.9
•. a' m 1000 GAL. m m ►� Nu?. aae o o-:�opq
APPROVED IN WRITING BY HOLMES AND MCGRATH, INC. : ' '� r� - a " 11 5. ffective o N4; Compact
cu ..:t.. �.•< Q' fine to medi m
2. A COPY OF THESE PLANS SHALL BE KEPT ON SITE w w °' \� >o I Dopth :_ �e� sand
DURING CONSTRUCTION. Foundation • w w a N C ,
Design by others C C c c z 3 w Precast concrete 'v o e 12 87.7
3. A COPY OF THESE PLANS SHALL BE FURNISHED TO - wo :' LEACHING PIT i o;3e; E1.-92.0
��uu �
` � '�-The contractor shall further
CONTRACTOR INSTALLING THE SEWAGE DISPOSAL SYSTEM. 2ft1;T6ft.ditim."' 2ft-. ex lavateto a depth of 4ft.
I 4 be ow the proposed bottom
4. HEAVY CONSTRUCTION EQUIPMENT SHALL NOT TRAVEL c 2ft of�'411olV2 washed stone of the pitand have the soil
P ROr I L E all around precast'pit,providing an inspected for suitability
OVER DISPOSAL SYSTEM DURING OR AFTER CONSTRUCTION. effective diameter of, 10ft. El.= 83.0 by the engineer.
Not to scale.
5. SEWAGE DISPOSAL SYSTEM SHALL BE CONSTRUCTED IN
ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRON-
MENTAL CODE.
6. BEFORE BACKFILLING THE SYSTEM, THE CONTRACTOR
SHALL NOTIFY HOLMES AND MCGRATH , INC. OR THE BOARD OF
HEALTH AGENT TO INSPECT . THE SYSTEM AS CONSTRUCTED.
All outlet pipes from the distribution box shall
Outlet beset level for at least 2ft.from the box.
8 Knockouts
• :n..:•,;Q ;°..o i. >e .gip..
INLET -�- OUTLET -+- N
All access Manhole covers for Sept ic Tank, .e. :p
\ I Distribution Box and/or Leaching Pits set
,� OUTLET more than 12"below finished grade shall be ° 'INLET " : �`'' { Outlet
raised towithin 12��of finished grade.
-- Knockouts
Metal frame 8t cover or concrete cover
�- - - - -- 1 over "T's" where required. 21_01.1
l_211
Concrete block masonry DATE. DESCRIPTION Drawn by Checked by
STEEL REINFORCED PRECAST CONCRETE - or : .. o ,- R E . V I S ION S
11 Brick masonry r cover.a o - ..c :0 4;
11 C:••Conc.ti aver i
I-3 Removable covers 6 '1 0 °: o .::o . IN T
PL®T PLAN ®ETAIL SHEET
• - �4" INLET -+►- -` � _ °, -�: c, _
- 3 'min.cleara "' 11 -INLET"T -�. Outlet o' i` Outle"t
IN -� -14' 1 OUTLET Knockouts ,
SET ---�• 8 :211min.inlet to ou eQ` �=3„min. 13 l �4. 2 m� :b Knockoi,ts OF PROPOSED SEWAGE DI P A Y TE_ S OS LS S M
to"min. Liquid level 141, UTLET .Q- „ _ ' =� a PREPARED FOR
min. ° _ ,° 6lranin.-
Tm"` _ - JOSEP H POLL A R 0
C L T - - 1Q
.EQ. - Q... 0` ° ► G L°<`:P• .4:. � - A't. is
-�� Ev
- 4 °' FOR LOT 15 OLD JAI L LANE
- TYPICAL DISTRIBUTION BOX 1 N B A R N S T AI B L E MASS,
`r J �.� SCALE: I I'-0"
Scale, As shown Date: DEC. 17, 1986 .,,,,
3 a mes and s�Cgrafh , inc.
3 �� civil engineers and loud surveyors "fp " T
200 main street �' R>�`
falmouth ma.02540 ' AIL
TYPICAL 1000 GALLON SEPTIC TANK H_.I 0 '
NOT TO S C A L�E DrCtwn By. R.S.J. Checked By ,�i i9-,b '� SI ,;t,�
JOB NQ 863 46 DWG.N2 39-4-8 ISHEET2OF2 ,NEER